Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: bjr
  • Order by date
  1. bjr

    Modelling Column Stiffness

    Whilst modelling a flat slab I am trying to take into account the stiffness of the columns above and below. Can someone outline in simple terms the best method/equation to use to achieve this so I can put a spring stiffness in my model to represent the column stiffness. Many Thanks

Part and Inventory Search

Back
Top